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某工程基桩承载力自平衡测试法研究

李洪武

江西建材Issue(2):77-79,3.
江西建材Issue(2):77-79,3.

某工程基桩承载力自平衡测试法研究

A Case Study of Self-balancing Test Method for Bearing Capacity of Foundation Piles in a Certain Project

李洪武1

作者信息

  • 1. 贵州中安建设工程检测有限公司,贵州 毕节 551700
  • 折叠

摘要

Abstract

The self balancing test method for pile bearing capacity has significant advantages in testing the bearing capacity of large tonnage pile foundations due to its flexibility and reliability.The article starts from an engineering example,determines the specific position of the balance point of the tested pile through calculation before the experiment,draws Q-S curves based on on-site inspection data,and calculates that the compressive bearing capacity of three tested piles meets the design requirements.The difficulty in the test process lies in the difficulty in accurately controlling the position of the"balance point"on the pile body,and the test has strict requirements for construction quality.

关键词

桩基承载力/自平衡法/平衡点/施工质量

Key words

Pile foundation bearing capacity/Self balancing method/Balance point/Construction quality

分类

土木建筑

引用本文复制引用

李洪武..某工程基桩承载力自平衡测试法研究[J].江西建材,2024,(2):77-79,3.

江西建材

1006-2890

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